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1. CONCRETE TO BE SAME
G.
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2' CHAMFER
AS CONCRETE USED FOR
INDIANAPOLIS, IN 46280 -1020
317- 844 -1315
SIDEWALKS W /8X8, 10/10
0 2005 DeBoy Land Development Services.
Inc
DESIGNED. MLD APPROVED. KJR
WWF
DRAWN. RCB CHECKED BY MILD
SCALE NTS DATE 3 -15 -06
2. AGGREGATE TO BE
PROJECT NO 2006 -0025
6' YJ1N /10>rE55'
C1
COMPACTED TO 90% OF
OF 10_
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a
STANDARD ACCESS
MODIFlED PROCTOR (ASTM
I
'15'
T
D1557) OR AS SPECIFIED BY
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PLAN VIEW
THE SOILS REPORT
5' MIN.
6' RAMP
6' COMP
3. CONTRACTOR TO COMPLY
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WITH AMERICANS WITH
SUBGRADE
DISASIUTIES ACT
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REQUIREMENTS WHEN
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CONSTRUCTING FACILITIES
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ACCESSIBLE PARKING SYMBOL
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GALVANIZED STEEL SIGN
ADDITIONAL SIGN REO'D.
AT VAN ACCESSIBLE
_ _ _ _ SPACES ONLY
F VAN
ACCESSIBLE J
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O GALVANIZED STEEL POST
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0 NOTES:
0 1. ALL FACILITIES FOR THE DISABLED SHALL
O CONFORM WITH THE AMERICANS WITH DISABILITIES
0 ACT AND ALL REVISIONS.
0 2. THE CHARACTERS AND THE BACKGROUND
OF SIGNS SHALL BE EGGSHELL, MATTE, OR
0 OTHER NON -GLARE FINISH. CHARACTERS AND
SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND.
LIGHT CHARACTERS ON DARK BACKGROUND ARE
PREFERED.
3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND
TO BE A MINIMUM OF 70X.
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O
0 CONC. WASH
1' -6" DIA.
CONC. FOOTING
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06 X 1' -2" LONG
I REINF. BAR E.W.
� N
ACCESSIBLE PARKING SIGN DETAIL
\X.,
6" PVC PIPE
EAST JORDON IRONWORKS
/ MODEL V -8501 CASTING
30" X 30" X 6" CONC. APRON
W/ 4 X 4 X 6 WELDED WIRE FABRIC
CLEANOUT FOR HARD SURFACE INSTALLATIONS
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE GREATE7:
THAN 5 MIN. 6" TOPSOIL
IN THE PUBLIC R/W
TO ENSURE
GRASS GROWTH
LEGEND
BC w OUTSIDE DIAMETER
MIN. 1.23 Bc +12" D = INSIDE DIAMETER
d = DEPTH OF BEDDING
REGULAR BACKFILL MATERIAL BELOW PIPE
I
DEPTH OF BEDDING
MATERIAL BELOW PIPE
"B" BORROW OR EQUIV. D (d)MIN.
GRANULAR MATERIAL 27" do SMALLER 3"
COMPACTED TO 95% 1/6 Bc 30" TO 60" 4"
STANDARD PROCTOR : BC d 66" do LARGER 6"
DENSITY.
NOTES:
1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
GREATER THAN 5' FROM EDGE OF PAVEMENT
INSTALL 20 LFT
UNDERDRAIN
In C-4
I I .
6" 6-1
2' -0"
INSTALL 20 LFT 3' -0"
UNDERDRAIN
#5 REBAR 6" L 2" 2"
r
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INLET TYPE "L"
COMP. JOINT
ADJUSTING RINGS .: ON SAN. ONLY
6" MIN. 18" MAX.
A.S.T.M. C -443
COMPRESSION '
JOINTS EXCAVATION
C -478 PRE -CAST LINE
CONC. RISER + +
CONC. FILLET •' PIPE
5'
= 4" COMPACTED GRANULAR
AGGREGATE MATERIAL APPROVED
BY CONSTRUCTION MANAGER
5' -0" CONCRETE WALK
4000 PSI - 6% AIR ENTRAINED CONCRETE
1
COMPACTED SUBGRADE TO 90% T
OF ASTM D -1557
CONCRETE PAVEMENT SECTION
ON SITE
100' -a" TOP OF CURB #11 H.A C SURFACE 110 # /SYD
#9 H A C BINDER 275 # /SYD
#5D H.A.0 BASE 880/ /SYD it
C - 4t-
`
BOTTOM OF CURB
TRANSVERSE �
EXPANSION PAVEMENT : m
TRANSVERSE CONTRACTION JOINTS
JOINTS
COMPACTED SUBGRADE 907E ASTM D -1557
CURB JOINT DETAIL TYPICAL PAVEMENT SECTION
YMTHIN CITY PUBLIC R/W
4" COMPACTED GRANULAR
AGGREGATE MATERIAL 1 /8" R e"
APPROVED BY SCORE
CONSTRUCTION MANAGER
SLOPE: SEE GRADE PLAN 1" R
NOTES: 1. SEE CONCRETE JOINT DETAIL FOR
DEPTH OF CONTRACTION JOINT.
2. SEE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS. 6"
3. FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS.
iO
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G.
I
A
1' -6" DIA.
CONC. FOOTING
a
I
I_
06 X 1' -2" LONG
I REINF. BAR E.W.
� N
ACCESSIBLE PARKING SIGN DETAIL
\X.,
6" PVC PIPE
EAST JORDON IRONWORKS
/ MODEL V -8501 CASTING
30" X 30" X 6" CONC. APRON
W/ 4 X 4 X 6 WELDED WIRE FABRIC
CLEANOUT FOR HARD SURFACE INSTALLATIONS
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE GREATE7:
THAN 5 MIN. 6" TOPSOIL
IN THE PUBLIC R/W
TO ENSURE
GRASS GROWTH
LEGEND
BC w OUTSIDE DIAMETER
MIN. 1.23 Bc +12" D = INSIDE DIAMETER
d = DEPTH OF BEDDING
REGULAR BACKFILL MATERIAL BELOW PIPE
I
DEPTH OF BEDDING
MATERIAL BELOW PIPE
"B" BORROW OR EQUIV. D (d)MIN.
GRANULAR MATERIAL 27" do SMALLER 3"
COMPACTED TO 95% 1/6 Bc 30" TO 60" 4"
STANDARD PROCTOR : BC d 66" do LARGER 6"
DENSITY.
NOTES:
1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
GREATER THAN 5' FROM EDGE OF PAVEMENT
INSTALL 20 LFT
UNDERDRAIN
In C-4
I I .
6" 6-1
2' -0"
INSTALL 20 LFT 3' -0"
UNDERDRAIN
#5 REBAR 6" L 2" 2"
r
X
c�
I
cr I i�
INLET TYPE "L"
COMP. JOINT
ADJUSTING RINGS .: ON SAN. ONLY
6" MIN. 18" MAX.
A.S.T.M. C -443
COMPRESSION '
JOINTS EXCAVATION
C -478 PRE -CAST LINE
CONC. RISER + +
CONC. FILLET •' PIPE
5'
= 4" COMPACTED GRANULAR
AGGREGATE MATERIAL APPROVED
BY CONSTRUCTION MANAGER
5' -0" CONCRETE WALK
4000 PSI - 6% AIR ENTRAINED CONCRETE
1
COMPACTED SUBGRADE TO 90% T
OF ASTM D -1557
CONCRETE PAVEMENT SECTION
ON SITE
100' -a" TOP OF CURB #11 H.A C SURFACE 110 # /SYD
#9 H A C BINDER 275 # /SYD
#5D H.A.0 BASE 880/ /SYD it
C - 4t-
`
BOTTOM OF CURB
TRANSVERSE �
EXPANSION PAVEMENT : m
TRANSVERSE CONTRACTION JOINTS
JOINTS
COMPACTED SUBGRADE 907E ASTM D -1557
CURB JOINT DETAIL TYPICAL PAVEMENT SECTION
YMTHIN CITY PUBLIC R/W
4" COMPACTED GRANULAR
AGGREGATE MATERIAL 1 /8" R e"
APPROVED BY SCORE
CONSTRUCTION MANAGER
SLOPE: SEE GRADE PLAN 1" R
NOTES: 1. SEE CONCRETE JOINT DETAIL FOR
DEPTH OF CONTRACTION JOINT.
2. SEE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS. 6"
3. FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS.
iO
C -478 PRE -CAST "�' s..., �, • : �' ' _ I OD
CONC. BASE
KNOCK CONC. FILLET BASE TO BE SET ON #11 STONE, t
OUT 4" ON EARTH, 6" IF ON ROCK.
NOTE: SEE STIR. DATA TABLE FOR
PIPE SIZE do INVERTS
NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED
STEEL REINFORCING OR AN APPROVED NON - CORROSIVE FIBERGLASS
MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS
OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM
DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615
GRADE 60. NON - COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
MANHOLE TYPE "E"
INTEGRAL WALK & CURB
2'
6"
a a•
ASPHALT
PAVEMENT
(SEE SPECS.)
CONCRETE STRAIGHT CURB
24"
6'
1/2"R.
2 "R.
- SLOPES 1/2" TO GUTTER
TOP OF ASPHALT
PAVEMENT. USE TYPE "A"
ASPHALT, SEE BP STD.
SPEC. SHEET BP -S -1
(ASPHALT PAVING SECTION).
� I
CRUSHED STONE-/
AGGREGATE ASPHALTIC EXPANSION
JOINT w./TOOLED CONC.
• , ; . , , , EDGE
CONCRETE SLAB
CRUSHED STONE-/
AGGREGATE
24" CURB AND GUTTER
1" H.A C. #11 SURFACE
3" H.A.C. #6 BINDER
3" #53 STONE
4" #2 STONE
TYPICAL PAVEMENT SECTION
ON SITE
6" CONCRETE SLAB
THICKENED EDGF W/ FIBER REINFORCEMENT
1" HAC SURFACE\
ON 9" HAC BASE
X10" PC CONCRETE
2' -0" 2' -0"
CONCRETE /ASPHALT
PAVEMENT INTERFACE SECTION
CORE
SCORE
P
CONCRETE CRACK SEALER 3� 1/8" RADIUS �
_ (DOW)
0
CONTRACTION JOINT
P
CONCRETE CRACK SEALER 1/8" RADIUS
(DOW)
0
EXPANSION JOINT NOIN- EXIRUDMIG
MATERIAL
CONCRETE JOINT DETAILS
m "IMUFM
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DATE DESCRIPTION
l
TAC BUMITTAL
CLIENT NAME:
MARK SWANSON ASSOCIATES ING
C -478 PRE -CAST "�' s..., �, • : �' ' _ I OD
CONC. BASE
KNOCK CONC. FILLET BASE TO BE SET ON #11 STONE, t
OUT 4" ON EARTH, 6" IF ON ROCK.
NOTE: SEE STIR. DATA TABLE FOR
PIPE SIZE do INVERTS
NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED
STEEL REINFORCING OR AN APPROVED NON - CORROSIVE FIBERGLASS
MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS
OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM
DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615
GRADE 60. NON - COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
MANHOLE TYPE "E"
INTEGRAL WALK & CURB
2'
6"
a a•
ASPHALT
PAVEMENT
(SEE SPECS.)
CONCRETE STRAIGHT CURB
24"
6'
1/2"R.
2 "R.
- SLOPES 1/2" TO GUTTER
TOP OF ASPHALT
PAVEMENT. USE TYPE "A"
ASPHALT, SEE BP STD.
SPEC. SHEET BP -S -1
(ASPHALT PAVING SECTION).
� I
CRUSHED STONE-/
AGGREGATE ASPHALTIC EXPANSION
JOINT w./TOOLED CONC.
• , ; . , , , EDGE
CONCRETE SLAB
CRUSHED STONE-/
AGGREGATE
24" CURB AND GUTTER
1" H.A C. #11 SURFACE
3" H.A.C. #6 BINDER
3" #53 STONE
4" #2 STONE
TYPICAL PAVEMENT SECTION
ON SITE
6" CONCRETE SLAB
THICKENED EDGF W/ FIBER REINFORCEMENT
1" HAC SURFACE\
ON 9" HAC BASE
X10" PC CONCRETE
2' -0" 2' -0"
CONCRETE /ASPHALT
PAVEMENT INTERFACE SECTION
CORE
SCORE
P
CONCRETE CRACK SEALER 3� 1/8" RADIUS �
_ (DOW)
0
CONTRACTION JOINT
P
CONCRETE CRACK SEALER 1/8" RADIUS
(DOW)
0
EXPANSION JOINT NOIN- EXIRUDMIG
MATERIAL
CONCRETE JOINT DETAILS
m "IMUFM
0
w
Ir
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w
Ir
CL
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a 'lot fill N ►� +�
DATE DESCRIPTION
PMECF: F: 0025 - Luba ltah o/ Indiana Mork S,anwn • Aw KVNGNEEiRNB\ORAVAN05
DM 010.0 SM �i1LS,•"q
PLOTIFD n R.C-
6EROE71
DATE ThurNay. May 11. 2006 0:26:D4 AM
5 -11 -06
TAC BUMITTAL
CLIENT NAME:
MARK SWANSON ASSOCIATES ING
10610 NORTH PARK AVENUE
INDIANAPOLIS, IN 46280 -1020
317- 844 -1315
0 2005 DeBoy Land Development Services.
Inc
DESIGNED. MLD APPROVED. KJR
DRAWN. RCB CHECKED BY MILD
SCALE NTS DATE 3 -15 -06
PROJECT NO 2006 -0025
C1
OF 10_
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PMECF: F: 0025 - Luba ltah o/ Indiana Mork S,anwn • Aw KVNGNEEiRNB\ORAVAN05
DM 010.0 SM �i1LS,•"q
PLOTIFD n R.C-
6EROE71
DATE ThurNay. May 11. 2006 0:26:D4 AM
CLIENT NAME:
MARK SWANSON ASSOCIATES ING
10610 NORTH PARK AVENUE
INDIANAPOLIS, IN 46280 -1020
317- 844 -1315
0 2005 DeBoy Land Development Services.
Inc
DESIGNED. MLD APPROVED. KJR
DRAWN. RCB CHECKED BY MILD
SCALE NTS DATE 3 -15 -06
PROJECT NO 2006 -0025
C1
OF 10_
PMECF: F: 0025 - Luba ltah o/ Indiana Mork S,anwn • Aw KVNGNEEiRNB\ORAVAN05
DM 010.0 SM �i1LS,•"q
PLOTIFD n R.C-
6EROE71
DATE ThurNay. May 11. 2006 0:26:D4 AM